Shaking Tables Test on Seismic Responses of a Long-Span Rigid-Framed Bridge Considering Traveling Wave Effect and Soil–Structure Interaction

The traveling wave effect and soil–structure interaction have significant influence on the seismic response of large-span bridges with complex site conditions. In this paper, a 1/10 scaled-down large-span rigid-framed bridge model was designed and fabricated, and a shaking tables test considering th...

Full description

Saved in:

Bibliographic Details
Published in:	Buildings (Basel) Vol. 14; no. 5; p. 1432
Main Authors:	Yan, Xiao-Yu, Cao, Shan-Shan, Zhao, Zhuo
Format:	Journal Article
Language:	English
Published:	Basel MDPI AG 01.05.2024
Subjects:	Boundary conditions Bridges Continuous bridges Earthquakes Influence Mathematical models Piers Random vibration Real time real-time substructure hybrid test rigid-framed bridge Scale models Seismic response Shake tables shaking tables test Soil-structure interaction Soils Structural response Substructures Test methods traveling wave effect Traveling waves Vibration analysis Wave excitation China
ISSN:	2075-5309, 2075-5309
Online Access:	Get full text
Tags:	Add Tag No Tags, Be the first to tag this record!

Be the first to leave a comment!